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Wiscongin Department of Commerce PRIVATE SEWAGE SYSTEM ySt. Croix
Safety and Buildings Division Count
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar39s9081o.:
Personal information you provice may be used for secondary purposes [Privacy Law, sx15.04 (1)(m)].
Per IY UM961p,a fth El cit El 7 VC1=e, WaNmWood State Plan ID No.:
CST BM Elev.:- 1 n Insp. BM Elev.: BM Description: Parcel 23191066 -60 -000
TANK INFORMATION ELEVATION DATA a 3, 30, / , `IUS
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark Q • �D O p �p •�
Dosing 24 / o S Za
Aeration Bldg. Sewer
Holding St /Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet 30 /o 3o `
TANKTO P/L WELL BLDG. Airl to ntake ROAD Dt Inlet —�
Air I
Septic – s r NA Dt Bottom
Dosing NA Header / Man. q� Q S
Aeration NA Dist. Pipe A 9p. fp
Holding Bot. System , �/D 0
PUMP / SIPHON INFORMATION Final Grade
M facturer De nd / p_ S0 a
Model N er PM M� -4jt_ 6� 0T.(._0 Co •(� `
TDH L tion System TDH Ft
m ead owe
orcemain Length Dia. li
SOIL ABSORPTION SYSTE
BED/TRENCH Width Len r N Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS `7 �S Z DIMEN I N
SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHING Manu acl
SETBACK CHAMBER Number: ^ S I t
INFORMATION Type Of M e
System: 061.1v >SD O OR UNIT au
DISTRIBUTION SYSTEM
Header/ Manifold e� tr Distribution Pipes) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia- ( pacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1.MA4 4(� o l_ Inspection #2: 4
Location: , (NW 1/4 SE 1/4 T 0 15W� Z2?15905 -Lot 10
1.) Alt BM Description = to �' nlu,r� h aC 7
2.) Bldg sewer length = ►S ` (�
- amount of cover= 18
Plan revision required? ❑ Yes 0 No
Use other side for additional information. WY _ Of 7.VV ?a LJuw
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No
i
ADDITIONAL COMMENTS AND SKETCH '
SANITARY PERMIT NUMBER:
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,. Sa nary Permit Application Safety & Buildings Division
i .21 Wis. Adm. Code 201 W. Washington Ave.
In accord with Comm 83 PO Box 7302
J�i ®�S�n See reverse side for instructions for completing this application Madison, WI 53707
[Privacy Law, s. 15.0.0 4(1)(m)] - 7302
Department of Commerce Personal information you provide may used for. secondary purposes (Submit completed form to county if not
state owned.)
j Attach complete plans (to the county copy only) for the s , o 'l� e n ss than 8 -1/2 x 11 inches in size.
I C`uunty State S ritar Pe it Number ❑ Chec tf r i ' s lion State Plan I. D. N umber
_ST CROIX 93 0 b / ` ,X,
1. A Information - Please Print all Information i' REM Location:
Iiuperty Owner Name _'.; Property Location
KEN & KARE PETERSON ^ `�'
NW 1/4 SE 1/4, s23 130 N, >3 5 E (or) W
d Property Owner's Mailing Address 5r k�RGix Lot Number Block Number
1545 HILLSIDE CT \, COUNTY 10
City, State Zip Code np-Number Subdivision Name or CSM Number
NEW RICHMOND WI 54017 ( jam %;' CSM 556964 11 ( 3.2
11. Type of Building: (check one) P City
1� 1 or 2 Family Dwelling -No. of Bedrooms: 3 O Village
# [] Town of GLENWOOD CITY
❑ Public /Commercial (describe use):_
❑ State -Owned
N st Ro
1Nu- (ltd 1 -4- DV L
> C O) f 6's +&W
�` Parcel ax Numbers 3 —/O
Ill. Type of Permit: (Check only one box on line A. Check box on line B if applicable) 0 S"
A) 1. l2 New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing System
- - B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
1V. Type of POWT System: (Check all that apply)
k7 Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
El At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V. Dispersal/Treatment Area Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
r te
Required Proposed ( . /day /sq. ft. (Min. /inch) Elev
450 5 3 — /5/,� 4 � � G , `�Gt1��f� N'4 9�.8so
1. 4► q
88.50
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
-- ❑ ❑ ❑ ❑
1000 1000 1 4IESE R CONC
I I L I El 0 0 CiT
VIII. Responsibility Statement
I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (print) Plumb s Signature no stam s): MP/MPRS No. Business Phone Number
BENNIE HELGESON �� �.� 220292 715/772 -3278
Plumbers Address (Street, City, State, Zip Code)
W1229 770TH AVENUE, SPRING VALLEY WI 54767
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued . Is wing Agent Signature (No stamps
W Approved ❑ Owner Given Initial Adverse Swc ge Fee) _
Determination 2zS
X. Conditions of Ap roval aleasons for Disapprqq 3 - XCrewv� -
U
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1319
Wisconsin Department of Commerce SOIL EVALUATION REPORT pap I o f 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code AC.E. Sal & Site Evaluations
Attach complete site plan on paper not less than 8' / :_X0Ji County es in size. Plan must St. Croix
include, but not limited to: vertical and horizon i 'n direction and
percent slope, scale or dimensions, north a�i ` add/di 11stie to nearest road. Parcel I.D.
",\ I ; .,. 231 - 1066 -60 -000 ID# 23.30.15.905
Please prin ah40rormaidW . `\ l evievued B ate
Personal information you provide may useq or seco �p grivacy Lerf;s. 1 04 (1) (m)).
Property Owner I Location
Kenneth J. & Karen Peterson �: t^ ` 1� '; Lot NW 1/4 SE 1/4 S 23 T 30 N R 15 W
Property Owner's Mailing Address C PC);, ; ck # Subd. Nam
# Bloe or CSM#
1545 Hillside Crt. roUNT� 10 CSM Vol. 11, Pg. 3225
City State' ip _ode Ff!t * A City _ j Village � Town Nearest Road
New Richmond WI 17 ; -7 - $5 Glenwood City Walnut Ridge Dr.
t
New Construction Use: Residential / Nu of bedrooms 3 Code derived design flow rate 450 GPD
Replacerra t Public or commercial - Describe:
Parent material Glacial drift _ Flood plain elevation, if applicable na
General comments
and recommendations: Recommend installing trenches using infiltrator high capacity chambers at 88.50'.
Boring # �J Boring —
#1 Pit Ground Surface elev. 93.41 ft. Depth to limiting factor >98" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF
1 0 -6 10yr3 /3 none A 2fsbk ds as 2f,im 0.5 0.8
2 6 -17 10yr5/4 none sil 2fsbk ds cs 2f,lm 0.5 0.8
3 17 -29 10yr5/6 none gr. sl 2msbk dh gw if 0.5 0.9
al-8`6
r 4 29-45 10yr4/4 none gr. sl 2msbk dh cw - 0.5 0.9
5b A Y 9Z. 5 45 -98 10yr5/6 none s & Is 0 sg dl - - 0.5 0.9
Horizon #5 cosists of stratified layers of loyr5 /6 Osg s and 10yr5 /4 Osg Ifs. Horizon loading rage adjusted to reflect reduced verticle permiability of
horizon associated with slight textural variations. H# 3 & 4 contain approx. 35% cobbles and stones.
F2 Boring # A Boring
Id Pit Ground Surface elev. 92.83 ft. Depth to limiting factor >104 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ z
1 0 -13 10yr3 /3 none sil 2fsbk ds as 2f,im 0.5 0.8
2 13 -50 10yr5 /4 none sil 2fsbk ds cs 2f,im 0.5 O . 1 b
3 50 -72 10yr5 /6 none gr. sl 2msbk dh cw if 0.5 0.9
4 72 -104 10yr5 /6 none s 0 sg dl - - 0.7 1.2
H# 3 approximately 10 cobbles and stones.
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS 30 < 150 mg/L lu = BOD < 30 mg/L and TSS < X mg/L
CST Name (Please Print) Sig ure: / CST Number
James K. Thompson "� 3602
Address A.C.E. Soil & Site Evaluations ate Evaluation Conducted Telephone Number
Osceola, WI 54020 10/3/00 715 - 248 -7767
a '
property Owner Kenneth 1. & Karen Peterson Parcel ID # 231- 1066 -60 -000, ID# Page 2 of 3
jo I E Boring # j Boring
Pit Ground Surface elev. 91.69 ft. Depth to limiting factor > 101" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -8 10yr /3 none sil 2fsbk ds as 2f,im 0.5 0.8
2 8 -21 10yr5 /4 none SO 2fsbk ds Cs 2f,1m 0.5 0.8
b 3 21 -29 10yr5 /6 none gr. sl 2msbk dh gw if 0.5 0.9
3 g 2 4 29 -56 10yr4 /4 none gr. st 2msbk dh Cw - 0.5 0.9
,[ \ 5 56 -101 10yr5 /6 none s & Is 0 sg di - - Q:s 0.
Horizon #5 cosists of stratified layers of 10yr5 /6 Osg s and 10yr5 /4 Osg Ifs. Horizon loading rate adjusted to reflect reduced verticle per'miability of
horizon associated with slight textural variations. H# 3 & 4 contain approx. 15% cobbles and stones.
F41 Boring #
Boring
Pit Ground Surface elev. 86.61 ft. Depth to limiting factor >100" in. Soil Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -12 10yr3/3 none A 2fsbk ds as T 2f, lm 0.5 0.8
2 12 -34 10yr5/4 none Lj� 2fsbk ds cs im 0.5 0.8
3 34 -54 10yr5/6 none gr. sl 2msbk dh gw if 0.5 0.9
4 54 -80 10yr4 /4 none gr. sl 2msbk dh Cw - 0.5 0.9
5 80 -100 10yr5 /6 none s & Is 0 sg dl - - 0.5 0.9
Horizon #5 cosists of stratified layers of 10yr5/6 leg s and 10yr5 /4 Osg Ifs. Horizon loading rate adjusted to reflect reduced verticle permiability of
horizon associated with slight textural variations. H# 3 & 4 contain approx. 35% cobbles and stones.
F5 I Boring #"g
Pit Ground Surface elev. 87.95 ft. Depth to limiting factor >97" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff#2
1 0 -14 10yr3 /3 none SO 2fsbk ds as 2f,1m 0.5 0.8
2 14 -29 10yr5 /4 none A 2fsbk ds cs 2f,1m 0.5 0.8
3 29-42 10yr5 /6 none gr. sl 2msbk dh cw if 0.5 0.9
4 42 -97 10yr5/6 none s 0 sg dl - - 0.7 1.2
H# 3 contains approximately 20% cobbles and stones.
* Effluent #1 = BOD ? 30 < 220 mg/L. and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <30 rnglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777.
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Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number S3 Z o
Number of Bedrooms
Design Flow Peak (gpd) "0
Estimated Flow - Average (gpd) ao
Septic Tank Capacity (gal) sic
Soil Absorption Component Size (ft') � — -
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Compone t
Design Flow - Peak (gpd) otSD Z -
Maximum Influent Particle Size (in) U 1/
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the se tic ta and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter s hall be cleaned as necessary to ensur
p roper operatinn The filter cartridge should not be removed unless provisions are made to
retai sn o it ds in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
f
♦ Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
ST CROIX COUNTY
SEPTIC ';'ANK MA.INTItNANC.E AGREEMENT
AND
� ` � OWP CERTIFICATION FORM -
Owtler /IIuyer - -- Zd _ �� �� +e— AJ
Mailing Address Ntw
Property Address o -
o —Q—�-
(Verificationrequired frou i Planning Dopp ent for new construction)
City /Sttttc L C>0p ) - (i /Y - Parcel Identification Number o? 3/ — jofo& - =(o 0 — c oo
L EGAL, DESCRIPTIO
_ c' �A
Property IAGabipzl F /e, -S t /,, S� C. at - T3- b._�t -RJS- W, art of
Subdivision_ _;..-, _ T_nt #
Certified Survey Map # S . Vollu ne ._.�� Page # 3 E 2- .
Warranty Deed # _ X20 / _ Vol=e Page #
Spec house 0 yes 0 no Lot lines identifiable fiQ yes ❑ no
SYSTEM 1r NANCE
Improper use and maintenaneeof your sel pc system could result in its prcu,ature failure to handle wastes. Proper rmaizit
consists of pumping out the septic tank every tbri a years or cooper, if ntadod by a licensed pumper. What you put into the system
can affect the function of the septic tank as a tree pmeot stage is the waste disposal system.
The property owaer agrees to wbuiR to SL Cxoix Zoning Department a cortiflcatiou form, signed by the comer and by a
nmterplurnbor, Journeyman plumber, resirictedpl traber or a licenatdputnper verifying that (1) the on -site wastewater disposal system
is in proper operatiug couditinn and/or (2) after in. pection od pumping (if necessary), the septic =k is lass than 1/3 full of sludge.
Uwe. Ike undersigned have read the above require heats and agree to maintain the private sewage disposal system with the standards
set forth. herein, as set by the Department of Cone twee and the Departmotst of Natural Resowrcea, Stato of Wisconsla. Ctrtifi"tiou
stating that your septic system has been maintain I gust be cottipleted and rewrned to the St. Croik County Zoning Office within 30
days of the three year explUdOtl date.
SIG ATM OF APPLICANT DATE
OW NER CERW TA ION
I (a'e) cex fy that all atatomonts on this ; km axe true to the best of my (our) laaow•ledge. I (we) am (are) the owner(s) of
the rupe.rty described bovc. by virtue of 3 warm ity decd recorde;i iu Register of Deeds Office.
SI NATURE OF APPLICANT DATf3
Any information that is tnis represented rr ay rosult in the sanitary permit being revoked by the Zoniug Department. •••'
" Include with this application- a stamped warn arty deed from tEto Register of Deeds Office
a copy of the c rtified survey rntp if reference is Trade in the warranty deed
1
)4!04/01 12;33 FAX 17152467227 HALLE BUILDERS HELGESON UO3
1501P&gE277
c Of WISCONSIN FORM 1 • 199E G.20912
ARR'ANTY DEED KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
:. Ekwth and Jean M. Boo th, RECEIVED FOR RECORD
04 -10 -2000 9:30 An
WARRIWTY DEED
i M. Peterson, husband and EXEMPT I
- ro-p e! L t y - — CERT COPY FEE:
.._ COPY FEE:
TRANSFER FEE; 54.20
RECM FEE: 10.00
convoys to Grantee the
County, State of
Recording Area
Nave and Return AddrW
he City of Glenwood, St. Croix James H. Knave
of Certified Survey Map filed Attorney at Law
PO Box 304
,.556964. Glenwood City, Wi 54013 -0304
231- 1066 -60 -00
Panel Identificalion Number (P[N)
This IS NOT homestead property.
(is} (is not)
ide and interests.
erty is good, indefeasible in fee simple and free and clear of encumbrances except
2000
. Marvin C. Booth
04/04/01 12:33 FAX 17152467227 F.ALLE BUILDERS -tii HELGESON I�0L
, I � 15Qip r 7
i sTwrt:awnoF wlSCtyNSrn FoR►t i • Icri 620912
WARRANTY DEED REGISEER OF DEED6
ere S3. CROIX CO., III
Ibis Dee& made between Marvin C. Shoa mod Jame M. Boo RKEI 111 FOR IEC4m2
h aab ood airs.
an
li m im la
Grantor. nod KtmnMhJ. P.bsxon sod Kona M. Pokenon, bo sbsed m od DWI 1
wIG, as aurv -FTa4 T. -- C p E p R R� f { na��rgy rEEI
TRMIIFTHEI SI.14
gEt 11111 FEEL 10.40
t
Grulae.
Grantor. fox a valuable conridermliun, conveys to Grsntae the
Fell lowing dascribsd sass i was i i St. CM% _ Colony, Small of
Wisconsin {Tire 'propexy"1;
p A
Naar and Rauh Aedisa
Put of0tedan 76 and 37 orAssasen's Pld of the C' of G lanwood, St. Csoia i�sa H. Kavr
County, Wisconsin daaci4d u follows; Lot 10 of Certified Survey W riled PO Box 3 ew
March 20, L997 in Van I I, Psp 3225. Doe. no. 336964. Glenwood City, wl $4013 -0304
231- IM64a
lined VMdi11apipr liwwdt{f1Ni
Tnls IS NOT homedaad property.
{is) {ia naG
Together with all apsammcnant rights, title ood notsmals,
C rancor wernslau lhst .he lot to the Pinney is good, indefeasible i4 fee simple wit free and clear of eneumbtaneet except
enewabnwteo and wisamaMs of aeeerd.
Dated this 6 111 day of ARre , 1040
bLevio G Badh __
ran M Boolb ___ . ,
AUTHENTICATION ACK.NOWLEDCMFM
STATE OF WISOONS IN 1
SI natures 1 sa
m i 1 SL CtWx County. l
—• Psnat dly none before ne this fish 4-1-t I
mlbantioalW Ih✓< day of - -- Apr14244m Ibis .ta,.e nursed
Muvim G BeMb end Jan M. Eloulb.
busboud and wife
IYTLE: mCMBER STATE RAR OF WISCONSIN a me Mown io be the peraMs) ,vhu uucuW she foreboi -N
(Ifnol, _ _ ---- - ,est.•umndsndiearswleds"Inc me.
nulhmixd by b 706.06. Wis. Slam,)
THIS INSTRUMENT NA5 DRAFFEn NT
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6 - 1 IMP
• � 55696
02 / - !D L� G — 7D 7Q ✓1 " 0 8 �rstera �SFI
rE SURVEY 3225 y
CERTIFIED SURV MAP NO. PAGE _
BE
NG A PART OF
VOL UME OOTS 1 36 AND 37 OF THE ASSES50R�S
PLAT OF GLENW000 CITY, ANp LOCATED W PART F THE S.E.
' 1/4 OF THE S.E. 1/4, AID PART OF THE N.E. 1/4 OF
1/4 OF SECTION 23 T.30 N., R.15 W., CITY OF GLENW000 CITY,
P
3 \
NORTH IS REFERENCED TO THE NORTH
Q ccl ku _ �5°' \ —SOUTH 1/4 SECTION LUG, WHICH is
Z o ASSUMED TO BEAR 500'13 '08'E.
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' 331.69'
500 I " CORPRAT
? a 604 WILSON SON AVENUE N 1 2
MENOMONIE, WI 54751 PAGE OF
(715) 235 -9081
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